Study Report

Title	Studies
Author	Hp

 Study 4 - Static Stress

 Study Properties

Study Type	Static Stress
Last Modification Date	2024-06-20, 13:37:39

 Settings

 General

Contact Tolerance	0.10 mm
Remove Rigid Body Modes	No

 Damping

 Mesh

Average Element Size (% of model size)
Solids	10
Scale Mesh Size Per Part	No
Average Element Size (absolute value)	-
Element Order	Parabolic
Create Curved Mesh Elements	Yes
Max. Turn Angle on Curves (Deg.)	60
Max. Adjacent Mesh Size Ratio	1.5
Max. Aspect Ratio	10
Minimum Element Size (% of average size)	20

 Adaptive Mesh Refinement

Number of Refinement Steps	0
Results Convergence Tolerance (%)	20
Portion of Elements to Refine (%)	10
Results for Baseline Accuracy	von Mises Stress

 Materials

Component	Material	Safety Factor
Component2:1	Acrylic	Yield Strength

 Acrylic

Density	1.188E-06 kg / mm^3
Young's Modulus	2740.00 MPa
Poisson's Ratio	0.355
Yield Strength	48.90 MPa
Ultimate Tensile Strength	79.80 MPa
Thermal Conductivity	2.400E-04 W / (mm C)
Thermal Expansion Coefficient	7.000E-05 / C
Specific Heat	2437.00 J / (kg C)

 Contacts

 Mesh

Type	Nodes	Elements
Solids	21027	10693

 Load Case1

 Constraints

 Fixed4

Type	Fixed
Ux	Fixed
Uy	Fixed
Uz	Fixed

 Selected Entities

 Loads

 Gravity

Type	Gravity
Magnitude	9.807 m / s^2
X Value	0.00 m / s^2
Y Value	0.00 m / s^2
Z Value	-9.807 m / s^2

 Selected Entities

 Pressure2

Type	Pressure
Magnitude	101000.00 Pa

 Selected Entities

 Results

 Result Summary

Name	Minimum	Maximum
Safety Factor
Safety Factor (Per Body)	8.518	15.00
Stress
von Mises	1.847E-06 MPa	5.741 MPa
1st Principal	-1.59 MPa	4.289 MPa
3rd Principal	-6.263 MPa	3.064 MPa
Normal XX	-5.92 MPa	3.718 MPa
Normal YY	-2.297 MPa	3.437 MPa
Normal ZZ	-2.555 MPa	3.068 MPa
Shear XY	-1.114 MPa	1.263 MPa
Shear YZ	-1.024 MPa	1.386 MPa
Shear ZX	-1.134 MPa	1.685 MPa
Displacement
Total	0.00 mm	0.208 mm
X	-0.029 mm	0.027 mm
Y	-0.034 mm	0.021 mm
Z	-0.206 mm	0.003 mm
Reaction Force
Total	0.00 N	251.208 N
X	-100.023 N	96.065 N
Y	-86.261 N	75.968 N
Z	-95.848 N	233.215 N
Strain
Equivalent	1.437E-09	0.002
1st Principal	-1.409E-05	0.002
3rd Principal	-0.003	7.951E-05
Normal XX	-0.002	0.001
Normal YY	-5.850E-04	9.667E-04
Normal ZZ	-8.016E-04	7.641E-04
Shear XY	-0.001	0.001
Shear YZ	-0.001	0.001
Shear ZX	-0.001	0.002
Contact Force
Total	0.00 N	0.00 N
X	0.00 N	0.00 N
Y	0.00 N	0.00 N
Z	0.00 N	0.00 N

 Reaction Forces

Constraint Name	Reaction Force		Reaction Moment
	Magnitude	Component (X,Y,Z)	Magnitude	Component (X,Y,Z)
Fixed4	17143.034 N	0.01 N	333972.245 N mm	-333972.183 N mm
		0.008 N		203.882 N mm
		17143.034 N		2.617 N mm

 Safety Factor

 Safety Factor (Per Body)

0.00 8.00

 Stress

 von Mises

[MPa] 0.00 5.741

 1st Principal

[MPa] -1.59 4.289

 3rd Principal

[MPa] -6.263 3.064

 Normal XX

[MPa] -5.92 3.718

 Normal YY

[MPa] -2.297 3.437

 Normal ZZ

[MPa] -2.555 3.068

 Shear XY

[MPa] -1.114 1.263

 Shear YZ

[MPa] -1.024 1.386

 Shear ZX

[MPa] -1.134 1.685

 Displacement

 Total

[mm] 0.00 0.208

 X

[mm] -0.029 0.027

 Y

[mm] -0.034 0.021

 Z

[mm] -0.206 0.003

 Reaction Force

 Total

[N] 0.00 251.208

 X

[N] -100.023 96.065

 Y

[N] -86.261 75.968

 Z

[N] -95.848 233.215

 Strain

 Equivalent

0.00 0.002

 1st Principal

-0.00 0.002

 3rd Principal

-0.003 0.00

 Normal XX

-0.002 0.001

 Normal YY

-5.85E-04 9.667E-04

 Normal ZZ

-8.016E-04 7.641E-04

 Shear XY

-0.001 0.001

 Shear YZ

-0.001 0.001

 Shear ZX

-0.001 0.002

 Contact Force

 Total

[N] 0.00 0.00

 X

[N] 0.00 0.00

 Y

[N] 0.00 0.00

 Z

[N] 0.00 0.00